Refer to Figure 14.18. Given: H = 4.26 m, = 0, a = 0, =

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Refer to Figure 14.18. Given: H = 4.26 m, θ = 0, a = 0, γ = 17.56 kN/m3, ϕ' = 35°, and δ' = 2/3 ϕ'. Estimate the passive force, Pp, per unit length of the wall using the Kp values given by Shields and Tolunay's method of slices (Figure 14.5).

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P p 1 2 K p H 2 From Fig...View the full answer

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